Pr Of Handed Over Pmgsy Road From Manaipathar To Kalamchowra ( Kalachara ) ( L-3.50 Km ) During The Year 2022-23. Patch Matelling, Patch Grouting, Patch Carpeting And Sand Seal Coat In / C Road Side Jungle Cutting, Side Berms And Road Side Drain Et
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Project Description
Pr Of Handed Over Pmgsy Road From Manaipathar To Kalamchowra ( Kalachara ) ( L-3.50 Km ) During The Year 2022-23. Patch Matelling, Patch Grouting, Patch Carpeting And Sand Seal Coat In / C Road Side Jungle Cutting, Side Berms And Road Side Drain Etc. / Kathalia Block / Tsp Area.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specificationclause 201.(I) By manual means (A)In area of non-thorny jungle |
| 2 | Excavation in Cutting in soil by manual means with lead upto 50 mExcavation in Roadway cutting in soil by using manual means for carrying of cut earth to embankment site with all lifts and lead upto 50 m as per MoRD Technical Specification Clause 302.3. |
| 3 | Maintenance of bituminous surface road using Jhama brick aggregateRepair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with B.M (using jhama brick aggregate & bitumen of VG-30), after applying prime coat at the bottom and tack coat on sides and on bottom (using bitumen emulsion) and compacting, trimming & finishing the surface to form a smooth continuous surface, all as per MoRD technical specification Clauses 1900, 502, 503 and 504. |
| 4 | Water Bound Macadam Sub-Base/Base using Jhama Brick Aggregate (2) WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density \"Grading 3\" as per MoRD Technical Specification Clause 405. A. By Manual Means |
| 5 | Prime CoatProviding and applying primer coat with bitumen emulsion(SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MORD technical specification clause 5022. |
| 6 | Tack coat using hot straight run bitumen of grade VG-30 on bituminous surfaceProviding and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 kg/Sqm |
| 7 | 20 mm thick Open - Graded Premix caepet using Bituminous (VG/ modified bitumen) binderProviding, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel roller 80-100 KN satic roller capacity, finished to required level and gradesto be followed by seal coat of either TYPE A or Type B or Type C or Type D as per MoRD Technical Specification clause 508(I)Bitumen (60/70 Grade) VG-30(A) By Manual Means |
| 8 | Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.A. By Manual MeansI) Bitumen of VG-30 |
| 9 | Road side Pucca DrainsConstruction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate)to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centring, shuttering, etc. but excluding reinforcement) C . Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm)I. In ordinary soil. |
| 10 | Unlined Surface DrainConstruction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.i) Surface Drains in Ordinary Soil.A) Manual Means |
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